Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 39
Page 167
... bar . 4. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of the concrete by the rein- forcement [ See Subsection ( d ) last paragraph ] . Stirrups or other bars to be considered effective as ...
... bar . 4. Special arrangements of bars with adequate provisions to prevent slip of bars or splitting of the concrete by the rein- forcement [ See Subsection ( d ) last paragraph ] . Stirrups or other bars to be considered effective as ...
Page 170
... bars around the longitudinal reinforcement shall be considered effective only when these bars are perpendicular to the longi- tudinal reinforcement . Longitudinal bars bent to act as web reinforcement shall , in a region of tension , be ...
... bars around the longitudinal reinforcement shall be considered effective only when these bars are perpendicular to the longi- tudinal reinforcement . Longitudinal bars bent to act as web reinforcement shall , in a region of tension , be ...
Page 176
... bars ( not less than .4 of total band steel ) Length of bent bars ( not less than .4 total band steel ) 1 - b + ( 2 ' or 40d ) 1.51 + .6ct .651+ ( 2 ′ or 40d ) 1.635 / † .751 1.441.66ct .751 1.59 / t Length of additional straight bars ...
... bars ( not less than .4 of total band steel ) Length of bent bars ( not less than .4 total band steel ) 1 - b + ( 2 ' or 40d ) 1.51 + .6ct .651+ ( 2 ′ or 40d ) 1.635 / † .751 1.441.66ct .751 1.59 / t Length of additional straight bars ...
Other editions - View all
Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood